Conference paper Open Access

Determination And Evaluation Of Structural Remaining Substance Of Asphalt Roads - Asphalt Analysis

Sebastian Lipke


DCAT Export

<?xml version='1.0' encoding='utf-8'?>
<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:adms="http://www.w3.org/ns/adms#" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:dct="http://purl.org/dc/terms/" xmlns:dctype="http://purl.org/dc/dcmitype/" xmlns:dcat="http://www.w3.org/ns/dcat#" xmlns:duv="http://www.w3.org/ns/duv#" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:frapo="http://purl.org/cerif/frapo/" xmlns:geo="http://www.w3.org/2003/01/geo/wgs84_pos#" xmlns:gsp="http://www.opengis.net/ont/geosparql#" xmlns:locn="http://www.w3.org/ns/locn#" xmlns:org="http://www.w3.org/ns/org#" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:prov="http://www.w3.org/ns/prov#" xmlns:rdfs="http://www.w3.org/2000/01/rdf-schema#" xmlns:schema="http://schema.org/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:vcard="http://www.w3.org/2006/vcard/ns#" xmlns:wdrs="http://www.w3.org/2007/05/powder-s#">
  <rdf:Description rdf:about="https://doi.org/10.5281/zenodo.1485110">
    <dct:identifier rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://doi.org/10.5281/zenodo.1485110</dct:identifier>
    <foaf:page rdf:resource="https://doi.org/10.5281/zenodo.1485110"/>
    <dct:creator>
      <rdf:Description>
        <rdf:type rdf:resource="http://xmlns.com/foaf/0.1/Agent"/>
        <foaf:name>Sebastian Lipke</foaf:name>
      </rdf:Description>
    </dct:creator>
    <dct:title>Determination And Evaluation Of Structural Remaining Substance Of Asphalt Roads - Asphalt Analysis</dct:title>
    <dct:publisher>
      <foaf:Agent>
        <foaf:name>Zenodo</foaf:name>
      </foaf:Agent>
    </dct:publisher>
    <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#gYear">2018</dct:issued>
    <dcat:keyword>Remaining Substance; asphalt pavement; asphalt properties (stiffness, fatigue); analytical design</dcat:keyword>
    <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#date">2018-04-16</dct:issued>
    <owl:sameAs rdf:resource="https://zenodo.org/record/1485110"/>
    <adms:identifier>
      <adms:Identifier>
        <skos:notation rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://zenodo.org/record/1485110</skos:notation>
        <adms:schemeAgency>url</adms:schemeAgency>
      </adms:Identifier>
    </adms:identifier>
    <dct:isVersionOf rdf:resource="https://doi.org/10.5281/zenodo.1485109"/>
    <dct:isPartOf rdf:resource="https://zenodo.org/communities/tra2018"/>
    <dct:description>&lt;p&gt;Especially in Germany in the future road construction will be shaped less by the new construction but rather through&lt;br&gt; the maintenance and renewal. Because the existing road substance is used up in growing ever stronger and quicker&lt;br&gt; measure. With reference to the steadily rising traffic load and for a qualified maintenance planning the knowledge of&lt;br&gt; the real structural condition of an asphalt pavement gets more and more important. The present paper presents an&lt;br&gt; approach that forecasts the remaining service life of an asphalt pavement on the basis of asphalt parameters&lt;br&gt; determined by laboratory tests. Therefore asphalt samples were taken from existing asphalt pavements which are&lt;br&gt; already bearing many years of traffic load and their specific asphalt properties such as stiffness and fatigue&lt;br&gt; resistance were determined by tests. The asphalt material properties of an asphalt road for several cross-sections (all&lt;br&gt; required cores about a length of 10m) and several sections (required cores with a distance between 100m and 150m&lt;br&gt; to each other) are determined and evaluated. Likewise, the volumetric properties of the asphalts and the material&lt;br&gt; properties from the individual components in the asphalt mix are considered in the analysis and evaluation. With&lt;br&gt; these results of the asphalt studies in the laboratory together with a forecasting method based on the analytical&lt;br&gt; design of asphalt pavements the possibility exists to give statements to the expected remaining service life of asphalt&lt;br&gt; pavements.&lt;/p&gt;</dct:description>
    <dct:accessRights rdf:resource="http://publications.europa.eu/resource/authority/access-right/PUBLIC"/>
    <dct:accessRights>
      <dct:RightsStatement rdf:about="info:eu-repo/semantics/openAccess">
        <rdfs:label>Open Access</rdfs:label>
      </dct:RightsStatement>
    </dct:accessRights>
    <dct:license rdf:resource="https://creativecommons.org/licenses/by-nc-nd/4.0/legalcode"/>
    <dcat:distribution>
      <dcat:Distribution>
        <dcat:accessURL rdf:resource="https://doi.org/10.5281/zenodo.1485110">https://doi.org/10.5281/zenodo.1485110</dcat:accessURL>
        <dcat:byteSize>1868482</dcat:byteSize>
        <dcat:downloadURL rdf:resource="https://zenodo.org/record/1485110/files/Contribution_10923_fullpaper.pdf">https://zenodo.org/record/1485110/files/Contribution_10923_fullpaper.pdf</dcat:downloadURL>
        <dcat:mediaType>application/pdf</dcat:mediaType>
      </dcat:Distribution>
    </dcat:distribution>
  </rdf:Description>
</rdf:RDF>
13
11
views
downloads
All versions This version
Views 1313
Downloads 1111
Data volume 20.6 MB20.6 MB
Unique views 1313
Unique downloads 1010

Share

Cite as